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WORK PLANS_PART 1 FILE 1
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009015
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WORK PLANS_PART 1 FILE 1
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Last modified
5/26/2020 2:11:25 PM
Creation date
5/26/2020 1:12:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PART 1 FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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3.0 PERMANENT MONITORING WELL REPLACEMENT <br /> 3.1 Well Installation <br /> The well construction/installation specifications are similar to those used for <br /> the original wells except for several minor modifications which are described in the <br /> paragraphs below. The replacement monitoring wells will be installed as close as <br /> possible (within a radial distance of ten feet) to the original well locations and will <br /> be screened at approximately the same depths. Based on previous well <br /> installation experiences at the Site, mud rotary drilling techniques will be utilized. <br /> All drill cuttings returned to the surface will be stockpiled on plastic sheeting or <br /> within a plastic lined mudpit for disbursement or disposal pending receipt of the <br /> stockpiled soil sample analytical results. <br /> The installation of each monitoring well will be initiated by drilling a six-inch <br /> diameter pilot borehole to a depth of 5 to 10 feet greater than the original <br /> monitoring well's total depth. The pilot borehole will be logged by a registered <br /> geologist. The resulting log will be utilized by the supervising geologist for <br /> comparison to the original well logs. <br /> The pilot borehole will be reamed to a depth approximately 3 feet deeper <br /> than the depth of the original well. The replacement well will be constructed with <br /> a 6 foot silt trap at the bottom followed by 5 feet of 0.060 slot, low carbon, <br /> shaped, wire screen, followed by a 6 5/8 inch diameter, steel, blank casing <br /> extending to 1.5 feet above the ground surface. If the screened section intersects <br /> low permeable material (clay), the depth of the screen will be adjusted slightly to <br /> ensure groundwater capture from permeable aquifer materials as determined by <br /> the supervising geologist. The filter pack will consist of No. 21 gravel tremmied <br /> from the bottom to four feet above the screen section followed by one foot of #3 <br /> sand. A minimum 2 foot thick bentonite seal will be placed on top of the filter <br /> 5 <br />
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